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HomeMy WebLinkAbout0807.01 Building PlansPLT. H61. RAFTER BEARING PLT. 0 GARAGE SOLDIER GRS OVERHANG DOOR FRAMES 2" a FACE BRICK COLOR 1 Q = 2-1%4" LIMESTONE SILL v W 6 F.AGE BRICK COLOR 2 Q TOP OF FNP. a , rl III, II III, ,, II Ir rl ,I I, II II II Imo, T, II II IIII Ii}' Irr 11 111,1 II„ 111 lr 11 111 -L I�`I'' ; 111, 1 111r 11 I, II II. , II ,SII „ li r, 1 111,11 111r 11 ,11111 1 -- r "'Icy 1, .. ,, .. ,, 1 :: r,, r, , r,. PLT. HOT. 41 „I1 „11 „1 I I ul� I �I♦I , I 1 11 1L �, {; _ IX6 CORNER BD 16 I "''. 15 O L, -,j ,1 LAP 51DIN ., -y .. .y : „ III I I r 1 , . 1I _ r II I1 I I I l r 11 I III 1 � „1 LIMESTONE SILL r I l l l, 11 1 1 1 1 l l l r l l 1 1 11 i--1 r I`1�I I 1 I`1� I1 1 , I 11 1 J♦ iJ r-♦. l ♦. yJ�, r l I, r I, 1 1 , I I 1 r, I I r 1 , 1 1 r, 1 r l I 1 1 1, I I 1 r 1 , I 1, , 1 1: l l I 1 r 1 I r , �. , t, --♦ FIN. F r2 t.l _ : I1 r 11 11 II rl PLT.HGT. 1111111 Hill 111111111111111111111 lill 11111111111111111111111111111111111111111111 I I TRIM NOTES • ALL SKIRT BOARDS IX6 • ALL FASGIA (GUTTERBOARD) IX6 • ALL RAKE BOARDS IX6 • OVERLAY RAKE BOARDS W/ 1X2 * ALL 5UB-FACIA IX4 • SEE ROOF PLAN FOR ALL ROOF PITGHES IX TRIM AROUND WINDOW FACE LAP SIDING 2-1/411 LIMESTONE GBL OUT 1/2" SOLDIER GRS OVERLAP WINDOW 2" LIMESTONE SILL *NOTES FOR SYMMETRIGAL PORTIONS OF ANY ELEVATION APPLY TO BOTH SIDES OF THE ELEVATION. lel i NDON SGHEDULE ALL SIZES ARE SASHES IN INCHES lO (2)2452 2O (2)2460 0 (3)2856 W/ (3)2824 TRANS ® (3)2452 5O (3)2452 W/ (3)2416 TRANS © (1)28" GIRGULAR WINDOW 0 (2)2452 W/ (2)2416 TRANS. ® (2)2056 W/ (1) 40" TALL TRANS O (1) 40" TALL TRANS MATCH WNDW 8 WDTH I� (3)28-12 i l (1) 40" TALL tRANS MATCH DOOR B WDTH 12 (3)2448 W/ (3)2416 TRANS 13 (2)2448 W/ (2)2416 TRANS 14 (2)2048 15 (1)2440 16 (2)2840 17 (1)2448 W/ (1)2416 TRANS 18 (2)2444 Iq (1)2444 EXT. DOOR SGHEDULE ALL SIZES ARE DOORS IN I NGHES O36 X T 51 MP50N TUDOR I DOOR W/ (2)14 5.L. AND GU5TOM TRANS AS SHOWN OB6-8" X 4 -8 PATIO W/ (1)40 TRANS GO 6-8" X 2'-8" MTL. DSL. BORE — -- L-- 1 dl i FIN. FLR. TOP OF FNS. TIMBER WELL BEYOND I, FNO. 0 AN05. C�VQ► uOo 5GALE: 1/4" = 1'-0" j CEMENTATIOU5 BOARD SIDING 6" LIMESTONE HEADER 2 1/4" LIMESTONE GBL OUT 1/2" I X 2 BATTENS i 10" X 28" CEDAR VENT SOLDIER CRS OVERLAP WINDOW 2" (b" LIMESTONE HEADER 'I` " "''`'" ''' `' ' ' " ' ' ' ' LIMESTONE SILL LIMESTONE SILL � ' `Iy I" "IIIc 11 r I I 1 11 r 10" X 2,5" CEDAR VENT `I4_� r r III K r `1L I ` _y t,cy I, `I -y 1 r LIMESTONE SILL 1 I`I - r 1 1 I1 1 1 1� 1 1 1`rL -1I 1 1 I r I I i 141 I I 1 1 1 1 I r 1 1 11 1 1 I� -I I 1 1 r 1 1 I I l l r 1--L it I r I r l r• I I r r l l `1 1 `I�r'I `Itr I, `I� I1 1 I`1 -Y I `1 I1 Y v ter I`I�1`1� .I r l l r _ H ?I 1, rl 1 1 1, I1 1 1, 1'-A it ,, l r I`I� `-y 11 _y .� I`rI I� ' FLASH AND GOUNTERFLASH `I_ .4, -y II 1 `1� I I I `,K' 11 III 11 `lir `Itr `I�r ,I ROOF OVER POP -OUT -y -Y _ , W/ 8/12 PITCH y `Iir 1 1 r l r r I 11 ------ 1 II 1 1 111. I I I 1 , 11 -y PLT. HOT. „ r ARCH ROOF TO MAKE PLATE ELEVATION IX OVER BOARD SI DIN G MATCH DESIGN dJ _ II ••' • C) aiF-= O • cn Z rn KJ Z5 ¢ _i V _ 119 2 1/4" LIMESTONE GBL OUT 1/2" SOLDIER GRS OVERLAP WINDOW 2" LIMESTONE SILL LAP SIDING 2 1/4" LIMESTONE GBL OUT 1/2" SOLDIER CRS OVERLAP WINDOW 2" LIMESTONE SILL V 00 M V V V -F--J .O ``Q Lz. 0000 M �� rn 00 0 cr � QOM O �� N Z (n cr-v'o ¢ — 0- :2f C) - zC) (u Lr) ¢ 00 Loi L1. Ol Z M Lu LIMESTONE ADDRESS BLOCK 0 I X WRAP 8" CEDAR BRACKET X 2 --ARCH TO MATCH DOOR FRAME 2 1/4" LIME5T NE GBL OUT 1/2" FACE BRICK COLOR I 2 1/4" LIMESTONE SILL CC - 12" LIMESTONE KEYSTONE SOLDIER GR OVERLAP WINDOW 2' E Ixlo _ rV Q M W Ln Y YIZO � N FACE RICK LOR 2 TRIM NOTES EXPOSED AG. PORCH LIMESTONE SILL �o , z�z • ALL SKIRT BOARDS IX6 C? OVERHANG 2" Lu Lr, CC o • ALL FASCIA (GUTTERBOARD) IX6 OF F O (8� V (e,-3mi [ O ALL RAKE BOARDS IX6 *NOTES FOR SYMMETRIGAL PORTIONS OF 5GALE: 1/4" = 1'-0" OVERLAY RAKE BOARDS W/ IX2 ANY ELEVAT;ON APPLY TO BOTH 51DE5 ALL SUB -FAG I A IX4 OF THE ELEVATION. SEE ROOF PLAN FOR ALL ROOF PITGHES — — — — — V 00 M V V V -F--J .O ``Q Lz. 0000 M �� rn 00 0 cr � QOM O �� N Z (n cr-v'o ¢ — 0- :2f C) - zC) (u Lr) ¢ 00 Loi L1. Ol Z M I Lu z 0 LLJ¢ I J W CC c— F_ 0 E CC _ rV Q M W Ln Y YIZO � N 0 z �o , z�z Lu z - C? J Lu Lr, CC o I ¢ z 0 z 0 v z c— o 0 2: w _ rV Q M Ln Y YIZO 0 o v ¢ 0 z z�z Lu z - n l J N oo�J SHEET OF I TRIM NOTES * ALL SKIRT BOARDS IX6 * ALL FA5G I A (GUTTERBOARD) IX6 " * ALL RAKE BOARDS IX6 * OVERLAY RAKE BOARDS H/ IX2 * ALL 5UB-FACIA IX4 * SEE ROOF PLAN FOR ALL ROOF PITGHES PL -1.® FAM, RM 0 LlLj FIN. FLP IX6 OUTSIDE CORNER LAP SIDINO IX6 OUTSIDE CORNER LIMESTONE c,?iLL �51LOFE TO HEATHER EXHAUST FOR DIRECT VENT FIREPLACE 2-1/4" LIMESTONE GBL OUT 1/2" SOLDIER CRS OVERLAP WINDOW 2" LIMESTONE SILL *NOTES FOR SYMMETRIGAL PORTIONS OF ANY ELEVATION APPLY TO BOTH 51DES OF THE ELEVATION. FACE BRI(,,K COLOR I 2 I/4" LIMESTONE SILL FACE BRICK COLOR 2 h IE d LrU. SCALE: 1/4" = I' -O" TRIM NOTES * ALL SKIRT BOARDS IX6 * ALL FASCIA (CUTTERBOARD) IX6 * ALL RAKE BOARDS IX6 * OVERLAY RAKE BOARDS H/ IX2 * ALL 5UB-FACIA IX4 * SEE ROOF PLAN FOR ALL ROOF PITGHES 1 LIMESTONE SILL LAP 5101NO IS 18 I BRICK ROWLOCK SILL I I TIMBER WINDOW WELL BEYOND I i — — — — — — — — — — — — — — — — — — — — — — —� *NOTES FOR SYMMETRICAL PORTIONS OF ANY ELEVA-7I0N APPLY TO BOTH SIDES OF THE ELEVATION. MTL. CHIMNEY' GAP BY FIREPLACE CO. Q _� • SOLDIER CRS CORBLE OUT I" 50LI D BRICK 9 SLOPE V) V) (D v O V) Q _� o0 m Oti �1 O1 coo c O O N Z (n cc ¢ J � � � O r� �zC) ^, Ln¢°0 VJ 6I p r -- Ln Ln Q'izM PLT.®5UN FTJ. PLT. HOT. IXIO CORNER B IX8 BOTTOM -� LIMESTONE 51LL SLOPE TO HTHR FIN. FLR. PLT.® NOOK PLT.HGT. � Q i 6 FIN. FLR. TOP OF FIND. - FACE BRICK DOLOR I 21/4" LIMES' -ONS SILL FACE BRICK COLOR .2 - BRICK BRICK ROWLOCK SILL FNP.® HN05. IN) �ci� 3(MjT E �Aw�a�a()H S(,ALE: 1/4" = 1'-0" W N W O • `^ Z J . rn l< 2� V W "Wll F— 11111►\\\�`\\`. PLT.®5UN FTJ. PLT. HOT. IXIO CORNER B IX8 BOTTOM -� LIMESTONE 51LL SLOPE TO HTHR FIN. FLR. PLT.® NOOK PLT.HGT. � Q i 6 FIN. FLR. TOP OF FIND. - FACE BRICK DOLOR I 21/4" LIMES' -ONS SILL FACE BRICK COLOR .2 - BRICK BRICK ROWLOCK SILL FNP.® HN05. IN) �ci� 3(MjT E �Aw�a�a()H S(,ALE: 1/4" = 1'-0" _ w O W V 0 V O mLr,) > O OD Q z W w 3: v ct o¢c _ Q Q v z 0 z 0 v z O O 2:W =ccN Q M CD Y Y lD O ¢ • > =C) z V JEs z � z Wiz — n , J V/ �LnW cc I- O V SHEET 2 OF W N W J W F— W � N z O O � W Ln cc o _ w O W V 0 V O mLr,) > O OD Q z W w 3: v ct o¢c _ Q Q v z 0 z 0 v z O O 2:W =ccN Q M CD Y Y lD O ¢ • > =C) z V JEs z � z Wiz — n , J V/ �LnW cc I- O V SHEET 2 OF u_ 0 F Q J z d O V 0 O F- N N z V O Q O u. W Q 3 a Ul w 4 (V N Q z W J W z O z u ul a z LU v N z d C� z F_. 3 TAB 25YR 5HIN6LE5 1/2" 0.5.8. DECK NAILED ! CLIPPED RAFTER FOAM TUNNEL O SOFFIT VENTS R3W BLOWN -IN GELLUL05E INSULATION 2X6 CEILING JOIST O Ib" O/C 1/2" G.W.B. DOUBLE 2X4 TOP PLATE BLOCKING IX4 CEDER 5KIRT W. 1/2" MA50NITE SOFFIT W/ VENTS O 4'-0" O/C IXb CEDER GUTTER BOARD SEAHLE-55 ALUM. 6" GUTTER IV LEAF SCREEN HOUSE RAP OVER TOP PLATE AND UNDER BOTTOM PLATE RI9 STABILIZED CELLULL05E INSUL. FOUNDATION NOTE5: I. ALLOHABLE 501L PRE55ORE 2000 P51 2. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX. DRY DENSITY. 3. 5TRUGTURAL CONCRETE FOOTINGS TO BE 2500 P51, 5LAB5 3500 P51. 4. BOTTOM OF ALL FOOTINGS TO BE 5ET BELOW LOGAL FROST LINE. 5EE DETAILS. 5. GONG. TRENCH FOOTING TO BE Ib" HIDE POURED GONG. REINFORCING PER LOCAL GODE5 AND GONDITION5. b. PROVIDE ANCHOR BOLT5 1/2" DIA X 10" STARTING ® b" FROM EAGH CORNER ® 6'-0" O/C AND AT EACH SIDE OF ALL OPENIN05, MIN (2) PER PIECE OF SILL. O N FACE BRICK (TIE TO STRUCTURE U � O O 2' EA DIRJ _I (V 1/2" 6.H.3. _ V 2X4Xi04-5/8" O Ib" O/C 0 iso 1/2" INSULATION BD. (I/2" 0.5.8. ^� r� O CORNERS o Q vim. rn 0� J N 2X4 PLATE C7 O �3 M tow � > � ti w 3/4" 0.5.8. DECKING T r_ rJ re) (D 1 (V v� ION /PLAN I5 O INTERVAL 5PECIFIIED ly �> o z . N — ' r V) � V p U a- rn C) CIO m TIMBER5TRANO RIM BOARD 2X4 TREATED PLATE H/ANCIOR BOLTS O 6'-0" O/G STARTING 6" FORM EVERY CORNER SILL SEALER 4" BRICK LEDGE 10 YR. KARR. DAMP PROOFING W/ INSULATION 8" X W CON,. WALL H/ (3) X45 CONT. INSULATION DATA 1 HALLS: HOOD SIDING R.&'7 1/2" "R" BD. IN5UL. R35 CELL. HALL IN5UL. RI9 AIR FILM R.66 TOTAL R24.05 Roof= CELL.INS)L. R38 EXP. JOINT 4" GONG. SLAB OVER b MIL POLY VAPOR BARIER 4" GRANULAR FILL 0 O INTERIOR AN EXTERIOR 4' PERF. FOUNDATION DRAIN BACK FILL H/ DRY GRANULAR FILL Ib" FOOTING W/ (2) •45 CONT. H« � y��0 �ac� Oct SCALE: 3/4" _ 1,-0 Crawl Space v LL VENT r .211 11 - GRADE BM'. 04 14'-10" 64'-5" 4'-28" 1_4 DROP HALL 5'-(b" FOR HELL PROVIDE POCKET 13'-8" FOR RETAINING HALL AND BRIGK LEDGE -\ WELL O \ \ 11 II l/8" TJI ® Ib"G/G _ JOIST DIREGTIO ' d) II -7/8" TJ ®Ib"G/G dJ J01 T DIREGTIO -' Future _ G o n t e e n 3'-10" ,'-O" 3'-2" m I Future CONT. UNDER- Leisure NDER- LeiSure Room SLAB FOOTI NO 2/bL O, Future m Bedroom 5 1 144' 11 _1/b" TJi cq 16"G/G` (y/ Pi JOTS i (.:IFZL(;TIO 8" 8" - - dJ 2' -2" 2'-6", m' 8,_O„ CD 5'_O' LU I � Future CONT. UNDER5LAB FOOTING I Bath _ N ry -� d)li�► Y GLO5ET �► W { UP m SLAB -ON -GRADE _J HOLD HALL DOWN FOR GRAAL ACCE55 4" GONG. SLAB OVER v 6 MIL. POLY VAPOR BARIER AND 4" GRAN. Storaoe/Mech. J FILL SLOPE 2 TO DOORS LU ~ 4" GONG. S -AB OVER FRN 6 MIL. FO_Y VAPOR `t BARIER AND 4" GRAN. FILL (DH. SUMP EJ. -� 4" MI'v BRICK LEDGE AROUND p PERIMETER OF HOME EXTEND Q A5 0,. --,AVE REQUIRES 6'-4" I6-4" 4 -l' -IC' *GHASE5 AND BULKHEADS MAY BE REQUIRED FOR HVAC, PLUMBING AND ELEG. EOUIPMENT. 64'-5" 19'-8" U � O N _I (V Crawl Space v LL VENT r .211 11 - GRADE BM'. 04 14'-10" 64'-5" 4'-28" 1_4 DROP HALL 5'-(b" FOR HELL PROVIDE POCKET 13'-8" FOR RETAINING HALL AND BRIGK LEDGE -\ WELL O \ \ 11 II l/8" TJI ® Ib"G/G _ JOIST DIREGTIO ' d) II -7/8" TJ ®Ib"G/G dJ J01 T DIREGTIO -' Future _ G o n t e e n 3'-10" ,'-O" 3'-2" m I Future CONT. UNDER- Leisure NDER- LeiSure Room SLAB FOOTI NO 2/bL O, Future m Bedroom 5 1 144' 11 _1/b" TJi cq 16"G/G` (y/ Pi JOTS i (.:IFZL(;TIO 8" 8" - - dJ 2' -2" 2'-6", m' 8,_O„ CD 5'_O' LU I � Future CONT. UNDER5LAB FOOTING I Bath _ N ry -� d)li�► Y GLO5ET �► W { UP m SLAB -ON -GRADE _J HOLD HALL DOWN FOR GRAAL ACCE55 4" GONG. SLAB OVER v 6 MIL. POLY VAPOR BARIER AND 4" GRAN. Storaoe/Mech. J FILL SLOPE 2 TO DOORS LU ~ 4" GONG. S -AB OVER FRN 6 MIL. FO_Y VAPOR `t BARIER AND 4" GRAN. FILL (DH. SUMP EJ. -� 4" MI'v BRICK LEDGE AROUND p PERIMETER OF HOME EXTEND Q A5 0,. --,AVE REQUIRES 6'-4" I6-4" 4 -l' -IC' *GHASE5 AND BULKHEADS MAY BE REQUIRED FOR HVAC, PLUMBING AND ELEG. EOUIPMENT. 64'-5" 19'-8" GRADE BEAM 30" PAD FOOTING d) I j O d�I _d� 1 ni m N j 24'-8" m im d IRou O[m I -Am 5GALE: 1/4" = 1'-0" 1442 S.F. TOTAL UNFINISHED 1 fA U ((Qxx _ V 0 iso ^� r� o Q vim. rn 0� J W Oq C7 120 �3 M tow � > � ti w T r_ rJ re) (D O v� V ly �> o z . N — ' r V) � V p U a- rn C) CIO I <: CL Zo ¢ 00 • V W O f� N Vi k's- GRADE BEAM 30" PAD FOOTING d) I j O d�I _d� 1 ni m N j 24'-8" m im d IRou O[m I -Am 5GALE: 1/4" = 1'-0" 1442 S.F. TOTAL UNFINISHED 1 fA z Q 0 Z C) v z O O_� w +-1P Q �> NCD QM O Q V •/ SCD<C O=z Z � Z LU z— (� C:) CD SHEET 3 OF , ((Qxx _ V h 00 iso ^� r� o rn 0� Lfl W Oq C7 120 m cco� w rJ re) (D O v� �> o z . N — V) � V p U a- rn C) I <: CL Zo ¢ 00 W Olh f� `jr' k's- w if Lf) Ul � �j ;• d %< � � _ •; •• \� cc_ W Ln Q W J W CC F -- CC w vi Z-7 - p o C? CCU-) o z Q 0 Z C) v z O O_� w +-1P Q �> NCD QM O Q V •/ SCD<C O=z Z � Z LU z— (� C:) CD SHEET 3 OF , w _ V o iso OC? lJ o i-= Lfl C7 120 m w z LIJ U z Q 0 Z C) v z O O_� w +-1P Q �> NCD QM O Q V •/ SCD<C O=z Z � Z LU z— (� C:) CD SHEET 3 OF , IN AN OFFSET FASHION WOOD 510IN& R.8? 10. HALL $ PARTITION FRAMING. UNLESS OTHERWISE 1/2" "R" W. INa L. R35 SHOWN SPACE STUDS @ 16" OIG. DOUBLE STUDS AT CELL. WALL IW --UL. RIq OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO AIR FILM Rb8 LE55 THAN 3 FULL MEMBERS. HALL5 AND BEARING TOTAL 824.05 ' PARTITIONS SHALL HAVE DOUBLE TOP PLATES. ROOF PLATES RESTING ON MASONRY OR CONCRETE SHALL BE GELL. INWL. R36 ANCHORED HITH BOLTS. 11. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO FRAMING AND ALONG PANEL EXP. JOINT GROVE EDGES, NAIL H/ IOD NAILS (9 12" OIG 4" COW- SLAB OVER b MIL POLY VAPOR BARIER 12. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR 4" GRANULAR FILL ATTACHMENT OF TRIM, FINISH, AND OTHER WORK. 13, JOIST HANGERS @ ALL FLUSH BEAMS SHALL BE MIN. I6 GA. GALV. STEEL, AND PROPERLY SIZED TO ACCEPT JOISTS. OOo INTERIOR AN EXTERIOR 4" PERF. FOUNDATION DRAIN BACK FILL W/ DRY GRANULAR FILL Ib" FOOTING H/ (2) #45 CONT. SGALE: 3/4" = 1'--0" � �oo(d Mcoas UUolm SGALE: 5/4" = 1'-0" ry • 3 TAB 25YR 5HINGLE5 1/2" 0.5.8. DECK NAILED d GLIPPED RAFTER FOAM TUNNEL O SOFFIT VENTS '1'-5" 7'-4" Rab BLOWN -IN CELLULOSE INSULATION 4'-O" 4'-O" 4'-O" 3' -IO" 2'-6" 2Xb CEILING JOIST a Ib" 0/6 1/2" G.W.B. �-- Design Loads j' DOUBLE 2X4 TOP PLATE BLOGKING FLOOR 40 P5F LIVE LOAD 10 P5F DEAD LOAD FRAME TO CEILING ROOF 30 PSF LIVE LOAD d' II 7/8" TJI 0 I6"G/G� Jo1sT �IREGTio IX4 CEDER SKIRT BD. 10 PSF DEAD LOAD 1/2"MA50NITE SOFFIT W/ VENTS o4' -0" O/G 1 Rough Carpentry IXb CEDER GUTTER BOARD 5EAMLE55 ALUM. b" GUTTER I. THE CARPENTER SHALL CAREFULLY LAY OUT AND • W/ LEAF SCREEN ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY, FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS HOUSE RAP OVER TOP PLATE AND UNDER BOTTOM PLATE SHALL BE PROPERLY PLUMBED, LEVLED, AND BRACED UNTILL ALL STRUCTURAL CONNECTIONS ARE IN PLACE. RIq 5TABILIZED GELLULL05E INSUL. A SUFFICIENT NUMBER OF NAILS, SGREH5, AND BOLTS SHALL BE USED TO INSURE THE RIGIDITY OF THE ® CONSTRUCTION. 2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR 5TRES5 GRADE LUMBER FACE BRICK (TIE TO STRUCTURE AND ITS FASTENINGS. O 2' EA DIRj � " 1/2" G.W.B. JOISTS AND ALL OTHERS: NO.2 DOUGLAS FIR LARCH OR YELLOW PINE Fb = 1450 psi 2X4XIO4-5/6" a 16" O/C Fc = 1000 psi 1/2" INSULATION BD. (I!2" OSB. E = I,-I%o,000 psi CORNERS :X4 PLATE 3. ALL FIRST FLOOR SILL PLATES, GRAHL SPACE FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO 3/4" 0.58. DECKING HEATHER SHALL BE HOLMANIZED PRE55URE TREATED. II -1/b" TJIS O INTERVAL 5PECIFIIED ON PLAN 4. ROOF TRUSS DESIGN, SPESIFIGATION, AND ERECTION PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER. 5. MICRO -LAM BEAM STRUCTURAL PROPERTIES: Fb = 2800 psi 71 Fc = 2-700 psi E = 2,000,000 psi 6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS. TIMBER5TRAND RIM BOARD 2X4 TREATED PLATE W/ ANCHOR BOLTS O b'-0* O/C 5TARTING b" -7. FRAMING OVER GIRDERS AND BEARING PARTITIONS. FORM EVERY CORNER JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER SILL SEALER BEARING, PROVIDED JOISTS ARE TIED TOGETHER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. m_ 4' BRICK LEDGE MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12". 10 YR. HARR. DAMP PROOFING W/ INSULATION 5. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH W x q' Cow- WALL H/ (3) #4'S CONT. PARALLEL PARTITION. 9. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL BE GROSSBRIDGING USING IX3 INCH BOARDS OR SOLID BRIDGING OF JOIST DIMFN-,InN SFT cn In FiRIi�(�INr IN AN OFFSET FASHION WOOD 510IN& R.8? 10. HALL $ PARTITION FRAMING. UNLESS OTHERWISE 1/2" "R" W. INa L. R35 SHOWN SPACE STUDS @ 16" OIG. DOUBLE STUDS AT CELL. WALL IW --UL. RIq OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO AIR FILM Rb8 LE55 THAN 3 FULL MEMBERS. HALL5 AND BEARING TOTAL 824.05 ' PARTITIONS SHALL HAVE DOUBLE TOP PLATES. ROOF PLATES RESTING ON MASONRY OR CONCRETE SHALL BE GELL. INWL. R36 ANCHORED HITH BOLTS. 11. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO FRAMING AND ALONG PANEL EXP. JOINT GROVE EDGES, NAIL H/ IOD NAILS (9 12" OIG 4" COW- SLAB OVER b MIL POLY VAPOR BARIER 12. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR 4" GRANULAR FILL ATTACHMENT OF TRIM, FINISH, AND OTHER WORK. 13, JOIST HANGERS @ ALL FLUSH BEAMS SHALL BE MIN. I6 GA. GALV. STEEL, AND PROPERLY SIZED TO ACCEPT JOISTS. OOo INTERIOR AN EXTERIOR 4" PERF. FOUNDATION DRAIN BACK FILL W/ DRY GRANULAR FILL Ib" FOOTING H/ (2) #45 CONT. SGALE: 3/4" = 1'--0" � �oo(d Mcoas UUolm SGALE: 5/4" = 1'-0" ry • i5' -O" s DRYWALL WRAP � a m I I � � dJ', FRAMED SEAMSEl --OO -------- ---- - 14" PA55 THRU p cV q GLC. BOT 0 35" AFF PK 10 Lu Lu >0 F < �w a LoL n El Kitchen 9' GLC. d) CD I q' GLC. - r n i d' I / 11 7/8" TJI ® I6"G/ \ 11 1 J "�' ® p 0' w �� Gar garage Room o1 0 0 0 v `A'' 011 4'-p -' q' GLC. 5'-10" 5'-5" 3'-5" 3'-5" 2'-6" 14'-10" - 25'-2" 64'-0" *GHA5E5 AND BULKHEAD5 MAY BE REQUIRED FOR HVAC, PLUMBING AND ELEG. EQUIPMENT. *ALL WALLS TO BE 2X4 UNLESS OTHERWISE INDICATED. ALL ANGLE5 TO BE 450 UNLE55 OTHRWISE INDICATED 12'-0" 24'-O" SGALE: I/8" = 1'-0" 2065 S.F. FIN 786 5.F. GARAGE 12'-0" 2'-0" 8" '1'-5" 7'-4" 2'-10" } 5'-6" �'-:O" 3'-6" 2'-10" 4'-O" 4'-O" 4'-O" 3' -IO" 2'-6" �-- U ADJ. SHLVS W/ FACE i O6 FRAME TO CEILING 0 d' II 7/8" TJI 0 I6"G/G� Jo1sT �IREGTio SEAT & 5HLV5 BELOW 1 i5' -O" s DRYWALL WRAP � a m I I � � dJ', FRAMED SEAMSEl --OO -------- ---- - 14" PA55 THRU p cV q GLC. BOT 0 35" AFF PK 10 Lu Lu >0 F < �w a LoL n El Kitchen 9' GLC. d) CD I q' GLC. - r n i d' I / 11 7/8" TJI ® I6"G/ \ 11 1 J "�' ® p 0' w �� Gar garage Room o1 0 0 0 v `A'' 011 4'-p -' q' GLC. 5'-10" 5'-5" 3'-5" 3'-5" 2'-6" 14'-10" - 25'-2" 64'-0" *GHA5E5 AND BULKHEAD5 MAY BE REQUIRED FOR HVAC, PLUMBING AND ELEG. EQUIPMENT. *ALL WALLS TO BE 2X4 UNLESS OTHERWISE INDICATED. ALL ANGLE5 TO BE 450 UNLE55 OTHRWISE INDICATED 12'-0" 24'-O" SGALE: I/8" = 1'-0" 2065 S.F. FIN 786 5.F. GARAGE 12'-0" 2'-0" 7, 6% 1 z ry ¢ O v z C) 0 �j7 w ---j ¢ rn fy(V V ' C] M o ¢ `r -o¢ O Vr=Z V Jo G. QD z ^' wz— W W J �fV� 3� F- r-- CC I— Q -Z5 SHEEP 4 1 1 m M 1 ry VJ � it r m_ 4—+ 0 V) Q `Z$ c_ _1 co Q� 0 c {u M 0 0� O N Z �No �o� •�L-::C.< M L :::> Z CD Lr) <r CK� r\ O C) Lf) r - 6l �- M IL \ � uj w A. =D C> /I1111111 W Lf) Q w w ry- 1=- C` W — O � v7 � � U 1 LIJ Cr' O Iri m } _ O ua w v c V O Lfl >-- m -- Iii z w v IJJ o CD v 7, 6% 1 z ry ¢ O v z C) 0 �j7 w ---j ¢ rn fy(V V ' C] M o ¢ `r -o¢ O Vr=Z V Jo G. QD z ^' wz— W W J �fV� 3� F- r-- CC I— Q -Z5 SHEEP 4 1 &7�)1 I nl GABLE END SCALE: 11E)'' _ 1'-0 ii UA J IU 0 0 N NY LL m z O v N_ z z_ 3 Q tY C) x 3LE LU d LU 15'-4" I d) 1 cv -7'-411 62'-8" 201-0" 2-71-411 1 8" 11 r x� M 411 T 41_611 l!l Cf) (V �i n 1 = V GARDEN 1 UF3 Z V) Master > Q Bath LU C- 00 1-411 -4„ ,_Olt 11 M (D cq �� 0 'y cr-1T— U iT SHOWER O z TILE SURRND `SEAT J O C3-, Ci - 1 > Q O ^^IL Lr) Q o0 O Ln w LIJ ) �N �; _ V I �/lllllflll\\ 5 IV LU LL I dw(14w m C) m vi CL z o 0 LU C o N dJ w 5GALE: 1/4" = I' -U" Ig20 S.F. FIN. Mm-�wmw�im��= C) LU v 00 v o m Ln >- C) m Q z w lit QjY ui ¢ c S Q � V z 0 z 0 v z C) _J O 2:w =OC N Q M YY QO o¢T .5 o¢ O wz— A 1 wJ N 5 C)C)V SHEET 5 OF N *GHA5E5 AND BULKHEAD5 cy G I O e t = I m MAY BE REQUIRED FOR ( I HVAC, PLUMBING AND ELEG. _ n EQUIPMENT. ' m *ALL WALL5 TO BE 2X4 UNLESS OTHERWISE INDICATED. ALL ANGLES TO BE 450 I UNLESS OTHRWI5E INDIGATED I I - � I� I -71-011 I 11 1 Ii 1 11 11 1 II .. 1. '71-011 3-10 3-8 3-8 3-10 5-10 5-6_ 5'-0" 4'-8" 4'-8" ” 2'-0 5-011 W-41114'-0" ,O„ '7- 62'-4" 5GALE: 1/4" = I' -U" Ig20 S.F. FIN. Mm-�wmw�im��= C) LU v 00 v o m Ln >- C) m Q z w lit QjY ui ¢ c S Q � V z 0 z 0 v z C) _J O 2:w =OC N Q M YY QO o¢T .5 o¢ O wz— A 1 wJ N 5 C)C)V SHEET 5 OF